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Home My WebLink About1999-011806 - new septic a — PERMIT CITY OF ORONO PERMIT TYPE: _ 2750 Kelley Parkway - P.O. Box 66 ' � � T Crystal Bay, Minnesota 55323 Permit Number. ;, , i ;�_..�. (612) 249-4600 Date Issued: ; � � SITE ADDRESS: _ ... �,,.�..:...Y.: --- - . _ _.,;;;-� 3 F'�<_ _. .�.__. . . ._ S^F� ., ,,. _. .. . � '. ' :..� . :1�: � ..� _�_...'� � ;._,__' ' :.F'. ' DESCRIPTION: :�:. = _ __ _. � � __?"'?:�t�C'_i� .. V{'.,i;..��:� . _:�:rti�'• ' .{i=�== �`�`_:;i '__�_=' _ _ _. . T��i��= =:�=suic'%' _.. �+.'.�1,.,�:=�"' ;s;�r�i�'E:; i�r�..� . --- 'i.�t�_�'"_.�� REMARKS: FEE SUMMARY: :'�::t,'x j;�: `:-::_��.�� 'i• : : _ . _ _ . ,_.� _ t(��! %`ti�t w_., r'i'`,�'`�`-_ ..._.......__.._.._ c' `y t J . _i�.r� F f"r:F.] �In'{iT£_)?c'.�� CONTRAGT�R:., _ T� � � ; � � O�IV.NEf�.: _ .- . _..; _._. _ . . . . . _. ._. _.. . . _�i: _ __ - .. . . .. . ._ . .___ .._...—. .. �_•`=',i€:; =�i R�:i_ _ ._ .= _`'.'';'':_�7'=�ii_ t�:`+`.?:��..'t�:: �:±� —� —:::�;;r� — _��:� �°j�_�!`,; _ '�',�'s`�=t: �. - _ _ _ _:r_i__„ ._ �'s�`v .. _ _ — — ., _ . —. • .— t:—. .—..—.—.: — ,,_ _.. � _ � .� , _ . ._.__ ; . .,,- . _ ._:t �r-t:_;'.� - t - � t � ! � _�•_�. T+...4� �.:". t. . ._. ... ._�_._. ._ .... . _... � ._.. :�i ._., ..•__._ . _. _... .. ._ _ » . . . . . , ._ .. . __. _... . -'-'(-t�,._'f.�- 1,:.��'• �i�t;:° :�_."'�.» --_ . __�_i . .._._. al... .. . �i`. ' . . .. _ . _ ._.�;iw�_S`.E �__. � . ..__ _ � ._. . � _ f61 � � a�:i: i`• ' ` �, ;,.: � ' —'� - f��_. . ...__ .. . . _`•_s-___. _. ... __ � . _. . �W_ . s_� : �. � :r:3 ,, . � � , �., , . , �, , , x,. � � ,.. . �. , . . . . ._ , .. _ . . _ ._ _. _ �. . _ L J 1--- � � � APPLIC T'P ITEE SIGNATURE ISSUED BY:SIGNATURE C�T Y OF ORON O SEPTIC SYST'EI�I PER�Z�IIT APPLICAZ�O,I � � Box 66 (2750 Kelley Parkway) . �� Ba I1rIi�I �5323 �� c�y�t� y� . � �� 5'�., � � �� JOB SITE ADDRESS: I � � � . � Occupanci• Type: � Residential` �/ Commercial Other � Permit T�'pe: I�'esv or RepIacement Sy'stem, �100.00 � Repair Existina System, � 50.00 (Tanks or Drainfield) 0.50 State surcharae added to above fees - �`See fee schedule for non-residential permit fees �, S �'hone�Tumber: �z� --�;:-�s- C�F--�� Owner's Iti'ame: �� 7 ( +�� w-� city: l,c�� z� �`� Tp:� �— iYSailing Address: �`� �� p�oneIrTumber: �/��-/�7�� Contractor's I�'ame: u y� s � St-�-�s — � �._ �, �_ City:��,�-�� Z�p: �-�3� 3 i�lailing Address:_Z c� 3 s�_ — � p� 1TO7' 1�iATI, pAI'I��LENT 'S�ITH THIS APPLTCAT�O\' - GE\TERAY I�'STRUCTIO�IS � 1, �,pplications for septic system permics may be mailed or submitted in person at the Ciry Offices; however, permics will not be mailed out. The permit must be pieked up ia person at the Ciry Offices and work mus[ not be�in unless the permit card is on the job site. � , 2 pennits will be issued only to contractors holdin� a City oi Orono Septic System Installers License. 3, AII work must be done in accordance with the approved bP��yCim of O onoxSept'c reports are not considered approved unless accompani y tY Syscem Approval" cover sheet si�ned by the Ciry Inspector. 4, : The followin� inspec[ions will be required for aIl septic systems: . : .. . � � A, pre-inscallatioa site inspection to include inspec[or, i.nstaller, and general contractor. B. Tank installation prior to cover'in�. a ection is reqeiixed C. Dra'jnfield trench ins[allation prior to coverin�. For mounds, insp afcer rouQh-up buc prior to sand placemenc (sand will be jar tested for silt con[ent), � and a�ai.n during pressure distribution pipin� in.stallation in � rock b p• S�tion D. F i a a 1 i n s P e c t i o n t o v e ri f y p r o per fmal cover de p[hs and to veri that alI ump (where required) componznts are functional and comply with codes. 5, Xridividual holding MPCA Installer Certificate shall be presen[durin� inspections: A 2`�" hour notice is required for all inspections. t + NOTE: 'Applican[ rriust initial all spaces. Fill in alI appropriate blanks, check all appropriate boxes. - ;- = , . 1. I have received a copy of the system desi�n including the Ciry of Orono Septic System Approval Cover Sheet. � �. j� : � .2. I wiIl be�instaIlin� thz followinQ; . - � � A. Tanks: �precast Concrete Ocher Manufacturer Tank Capacities: I)� QaI. 2) C.�j oal. ��y�f� � �_ � 3) f'�'�r oaL � - B• Pump Station (if required) � �� Pump make & model ly�U. S �� /z , Iiterature); system desi�n rzquires � '`� (attach pump curve & High tvater aIarm make & model oPm at feet of head. • ' eiectrical work to be completed by installer • Outside other eleccrician . Inside electricaI work mcist be completed by electrician. . ' C. Treatment System: / � Trenches: s.f. !/ Mound Depch of rock below pipe " Rock bed di.mensions/(� �'X�..� ° Drop Boxes Sand bed dimensions�'x�� - Distribution Box Pressure Dist. Pipe Diam. i'%' � .Maniford Pipe Diam, z� " D. Final Cover/Topsoil to be: borrowed from site �,Show location on sice pla�)- � ��trucked in The undersi;ned hereby applies to the City of Orono for issuance of a septic system installation permit, agrees to do aIl work in s[rict accordance �vich the ordinances of the City and the . reguIations of the State of Minnesota, and certifies thac all statements made on this application are complete, true and correct: _-------� . -�__ Si�natureofApplicant: Date: 8�'Z� - � � MPCA Certification No.:_�� . - � Staff Reviezv: Ap�or vai Denial . . � ' �,' ' . � ReFiesver: � �% �f��r' ' - . . . -�—i Date:_ �__��•�`1 . �— Reason for Denial: CERTIFICATE OF INSPECTION ACCORDING TO MPCA 7080 Orono Building &Zoning Department 2750 Kelley Parkway P.O. Box 66 Crystal Bay, Mn 55323 This certificate has been issued this 10`h day of Mav 2000 , to certify compliance with provisions of the Orono Municipal Code and Minnesota Rules Chapter 7080 regulating installation of individual sewage treatment systems. O�vner Pillar Homes Site Address 185 Crystal Creek Road Lon¢ Lake MN 55356 P.I.D. 33-118-23-32-0003 Installer Haves Excavating Designer Westwood Professional Service r � Permit No. 11806 �� Compliance Officer , � � � �� CITY OF ORONO . ORONO �� SEPTIC SYSTEM APPROVAL � ��.� . � �F��-��. �ITY of O�i��'O � � '�s ,:t-.5,�. ,S.r � Cs��t�n:. � MunfcipalOfSces � ,� � ��+�_ '� Post Ofl'ice Box 66 . ,L �� 0�� Crystal Bay,hliru�esota 55323-0066 SK - LOCATION: 185 Crystal Creek Rd. OWNER: ' GENERAL CONTRACTOR: SEPTIC CONTRACTOR: SITE EVALUATOR: Westwood Professional Serv��RT DATE: July 13, 1999 The City of Orono has Approved your on-site system design as of July 26, 1999 (approved-disapproved) (date) with the following comments: The alternate drainfield site is designed with a 10 foot property line setback where 20 feet is required. Both drainfield sites must be moved eastward ten feet to meet the City standards. THIS IS NOT A PERMIT. This is a design approval form which must accompany the site plan. A permit must be issued to a licensed septic contractor prior to installation. A list of currentiy licensed septic contractors is enclosed. NOTICE TO INSTALLERS: Any changes to the approved plans and specs must have prior approval of the Inspector (473-7357). Call for inspections 24 hours in advance. ALL DRAINFIELD AREAS MUST BE FENCED OFF prior to building site excavation and fencing must remain in place until final site grading. Approval to pour footings will not be granted until the Inspections Department has verified that primary and alternate sites are adequately protected. NO VEHICULAR TRAFFIC OF ANY KIND (cars, trucks, earth moving equipment, etc.) is allowed wi[hin 20' of tested drainf'ield sites either before or after system construction. Compaction of these areas could render them unusable prohibiting the timely completion and or limiting the long term use of the property. A site copy will be available at the City Offices for the septic contractor. CITY OF R NO . By '' ' Stephe e ' an, On-site Systems Manager TELEPHONE—473-7357• FAX-473-051U l $� C i�s rra�— Ciuu..G�. Westwood Professional Services, Inc. . .Ittl�� I�. 19�)9 104 Marry Drive,Suite 3 Buffalo,MN 55313 Phone:612-682-2587 Pillar Eiomes FaX 6iz 6s�z639 ioll Free 1-888 682-2�87 %��) f��iSl �,1�C S21'f;Ct EmaiPwps�westwoodpscom Wa��iata, N1N 55391 RE: Septic System Site I'lan tor Lot6, E31uck I, uf Crystal Creek, f{ennepin County Section 33, "1_o�tinship I 18, Range 23, Minnesota. Dear KC:: This proposed on-site septic system was designed for a 5 bedroom home, with an estimated flow of 750 gallons per day. Due to mottled soils at a depth of 24" in the primary site, the primary system will need to be a mound system with 12" of sand under the rockbed at the upslope side. The site in which this system is proposed has a average existing ground slope of 6%, and percolation rates ranging from 4-14 MP(. �I he rock bed size will be 10 feet w ide and 63 feet long with the overall dimensions of the primary mound being 93 feet long and 39 feet wide. The mound system will require two 1300 gallon septic tanks plus a 1300 gallon pump tank. An alternate septic system has been shown on the plan to show that there is enough undisturbed area on the lot to support another septic system. This system wi(I also need to be a mound system. Mottled soils were found at a depth of 26"and the average slope of the area is 6%. This system will not need to be constructed unless the primary mound fails. Certain precautions will need to be made to protect the areas in which the above refereneed septic systems are proposed. Both primary and alternate septic areas have been or will be staked off. It is critical that the soil is not disturbed before, during, and after construction of the system. These systems should treat the septic eftluent effectively if the systems are installed properly and are maintained properly. It is recommenced that the septic tanks be pumped every two years. This will reduce the chance of solids reachin�, the mound system. It is also recommended not to use exeessive amounts of chlorine, soaps, and chlorine products which can kill bacteria in the septic tanks. This bacteria is needed to treat the septic effluent. If you have any questions in regards to this design, 1 will be happy to answer them. I can be reached at (61?) 682-2587. Sinccrely, iG'��-�-� f;ernie Miller Septic Site (�esigner MPCA License Number 43 WF?S"I�WOO1� PROFESSIONAL SERVIC'E;S, IN�'. Designing the Fuiure luday since 1972 � � � � �� MOUNf) f)E:til(:N W(>Ithtilll t I (f �,� ( I„„�� , �„ I�i�n },i,�i) - - —_ � i1 I I ( )11� -- -- ---- --- � I�inna�J tirW�gt I low��n(.allun��x��t�� E-:��,,.��i Sd �;E,�i - �, r- N�m�fr. I Ty�r I Typr 11 1 ��r rt��asurc d _ -- x 1 , KE,�i „� � 1 'T��n ,��x � xnn _ - - 1(J() 2ZS � IR() fi �FI'�'I(� "1 F�Nh I.Il >1 111 ) �'( ll l �i��t[�� u� �x� ( ,�R «r+ �t (/X) l/S �� r.lUr a � �300 �,�>>>„r,� . � ,u, ,�� ,��. � � :w � QVv�� TUnk � �.�DO �, � wx� i ti�ti � ��; �„ � tQu� I �lJtl i rul �� II(Y) � A71 � ll.. � �( )Il.`, (reter t�� s�te� c�valu,it��n) , i uw � rn i ,,�,.�,»�, ---- ---�--- -- 1 I�cE�th to rc�stnctin�; 1.3yt r -- _ a `� >»� h�,� �.r.<.< .�,...,,.. .,,.,�„ -- _ l�„ � �< < t P I�� ...,., ��yW�„�..,. DE' th of C'IC()jc3tlOil tC'StS = w^�^*�^��•v,••a ��..�n-,�, mm.r..wa P I IlC�ll'ti x<.�.,.M., �,v.�r F+.e+c�m.r.n.� r,n��a� 3 Texture (,.ou•,•• Percolation ratc> �/-/c� r�� •ei >� ��:, „«, 6 � ,. . ,� ,� :� 4 Land slope _ _ °i� ,�x;�� ,s� ,_,� ,� �� ,«„> ,,,� D. ROCK LAYER DIMENSIONS l. Multiply flow rate by 0.83 to obtain required area of rock layer: A x 0.83 = �SO �d x 0.83 s9- ft-��,d = b 3d sq. ft. 2. Select width of rock layer (max 10' if <120 mpi max 5') _ /0 ft. 3. Length of rock laver - �.rea - ti=idth = --- 2 [ [ n . �e . �<<� o� :�o`� --- �J $9. lt. — ----/o_ _ ti = _ V � ft ��DorD�D ooQd� a- e _ dcoo�oa ac< <e � e o �oc,`p cra yD tD. Width !b ft °e o 00 ooa D >, � <120mpi <10' �n��_ft� E. ROCK VOLLTME >120mpi <5' 1- Multiply rock area by rock depth to get cubic feet of rock; 30 sq. ft x� � �- _ �cu_ ft. 2- Divide cu. ft. by 27 cu_ ft./cu. yd. to get cubic yards; �cu. ft. -27 = 2 3 cu. yd 3- Multiply cubic yards by 1.4 to get weight of rock in tons;�cu_ yd. x 1_4 ton/cu. yd. _ � t�� F- ABSORpTION WIDTH Abaorption Width Si�;�p Table l� Percolation rate in top 12 inches of soil LS 46-�� n1 � Texture p `�°''°°°""�� c�� o�rA�«, K„� 04 M�nu�cs pa Ixb Shc T�nuc pa day pv w�dty to Rock (MPI) squyc foa l�yc Wid[h �� Select allowablc� soil l��a�jiii � r�tc frc�m tahlt� �'��"�"�o� �°'�s� �zo ,o0 5 0 I io 5 S�nd t_0 I 00 t� 0 I io} F�nc S�nd 0 60 `00 Q.yS �;��a�tc: � b,�„ s�.�.�„ �>>� � 5� 16 io)0 Lo.un 0 M� z(� 71 io<S SJ�Loun 0 5U �yp '; '�6�o bU Cl�y Loam 0 aS 2 G) � Calculatc� ad�,c�r �t��n w�dth r.�ti�� h ��o c,,� oz� soo E y ljlVl<j111�� 1�� .1VE'f sio��,mi2o ��,y oto e�w loadin� rate of 1 2U �,�d/tt2 hy allc�wable soil Ic�adir��; rate; . 1 2O �;},ci/(t= 4_`l�� gF'd/tt� = a.�.� _ � n'lt�ltt��l� ,i�l�ui��li�,i� �. i�itfi i.�li�i l�� i�� 4. L�� i �� ir�tli I�i �,��1 re��u�red dc1�c>rE�ttu�� wi�ltli a.6� . ia �� a6,� �t �; C�<IWNSLOPE BEKM W I I >�I�l I ��,,,�, �„��, , 1 If latidslope is 1% or more, � 5ubtract rock layer width tr<�ni .��1tic�r��ti��n wic�th .t�;',�;'v, ,, t Rock 1' �a d� ` " to obtain minimum downslope bern� t�� aeans�„d a6,� h - �d h = _�� feet a�Urai s�� roP�� 2. Calculate Minimum mound Sirc� ----- -- .�. Determu�e depth of clean sanc� fill <lt ��F�w��+��, �,,,..ns,�,F,��,,;�,, - - - -. ._ u � c� e ed e �f rock la er: - - -- -_ _ -- ----- � y Rcxk Width Abwrpnon bt'�dch Sc�aratton 3' - oZ ft = � feet --- _--_ _ b. Add depth of clean sand for separation (?�) at upslope edge, depth of rock layer (1 foc>t) to depth of cover (1 foot) to find the mound height at the upslope edge of rock layer; � ft + lft + lft = 3 feet c_ Enter table with landslope and upslope berm up��w�a�n ratio. Select berm multiplier of 3. a 3 � d. Multiply berm multiplier by upslope mound Upslope Width ��oPe�OB�o;Rock Bed �o ooaD A�:c Upslope Width —�`� D ti�a�Qa� Width �1e e e-d o.o 0 0. � hei t to find u slo e berm width: �' a; `° °'Q' r.��n a�°��°➢b 8 --�— 3,2�3 X 3 P P Q �°�°Q6'O P �—�—� a eo�a L 0000a o aauau.,.,Qo�oaD r - 10 feet .� e. Multiply rock layer width by 3 landslope to determine dro in elevation; �° �,N„S�o wdw ��x�°/ - 100=� feet ��tio w;acn� o- f. Add depth of dean sand for slope difference (2e)at downslope edge, to T°��'�' �r the mound height at the upslope edge of rock layer (2b) to find the downslope height; �_ft+_�ft=�feet g. Enter table with landslo e and downslope berm ratio. Select berm multiplier of s, �(, h. Multiply berm multiplier by downslope mound height to get downslope berm width: S� 6 x 3.� -�feet BERM SLOPE MULTIPLIF'.RS i. Com pare the va lues o f s tep G.1 and Step G.2h_ I � iand DOWNSI,pPE UPSLOPE Select the greater of the two values as the 10� b"�m`�'�'�for various Derm multipliers tor rarious berm siope ntioa berm slope ntios downslope berm width; � �1 feet j. Total mound width is the sum of � � 4 � 5� :� �� i a i 5: � � i g i upslope berm (G2d) 0 3.o a.o s.o b.o �0 3.o a o s.o b o zo a o width plus rock layer width (D.2) ' '09 4 i7 5.26 6.38 �s3 z.9i �.ss a�6 s.� 6.5, �4i plus downslo e berm width(G.2i); � ; 19 '� 3S S S6 6 82 8J4 2.g3 3J0 4S4 5 36 6 14 6 90 � 3 30 4 Sa 5_88 7 32 8 86 2J5 3 57 1 3 S 5 OS 5 79 6 4 S �Q ft + � ft + �_ Et = 3� feet .� ;�� , ,6 6 zs �s9 9�, , k. Total mound length is the sum of upslope s � 5� s c� 6 6� s.s� io.» z� 3 3, a oo a 6 S i9 6� berm width (G.2d) plus rock layer length (D.3) h �c,<, � , „ 9 3s ,2 0� z w z, ;RS 4„ ,v, S 4, plus upsloPe berrn width (G.2d); � �so � s� �69 io_3a i3�3 z.as � i: 3�o a zi o�o s i� �_ ft + .�_ ft + � �( ft = _�_�_ feet " �'�s 5xs s�� iisa is9i ?az 303 3s� aos aav axx '� �� ii n2S 909 1704 1892 ?36 29a 3aS }9p � ;p at,ti 111 � .'.`� n A7 Ib 00 I 5-00 23.33 ?.31 '86 3 33 i 7S � I Z �4a Final Dimensions: " ��K � ia ii ii n6s �oa� z�a ��s �z� �t,i ivs a :r, � v � 1= J bY )64 R.SO 21 43 4 iJS 221 2 7U i I2 1.49 3 80 4(� /\ - - i - ------�----- ' �1, �I 'I I / I / � 1 �' � � .��\f �1� �1 1 � l 1� 'n , ' L. ' �' '�." '' "' a t�� _' I�a � `� �, � <��- � c�� ,� � r� U t_i _, x _ � n � u . z Y QI O � Q Z �►i m �� . � � Z � � � . -. � . � o �- M � � Z 11.1 . J _ Q � w _ _-- f- Z � Q Q V � -- - I, C> Y ' �J �,I!� a Z , � _ __ III w a � � .,L_ _ _ � � ,.� __.__ -' �----�;�,..-- --� : Q � � C�6 � � � " _1�� l ----�—_.._� � � •� i `' / '� I � � ., I �.� WATER TlGHT e� LOCKABLE ELECTRIC BOX TREA�ED�PQS�T�4�x4 min) PLUGS OR E�ECTRlC CONNECTiONS /—ALI. E�ECTRIC CONNECTiONS MaDE 2" Pvc CONOUIT SCHEDULE 80 � (NSIDE 60X - MaNHa�E COVER CHAINEO & LOCKEO 6"SPACE 1.00P OF POWER CORD FOR � SETTLEMENT SEQLED MANHOLE RINGS FINAL GRAQE � - AT LEAST 12" � � �� BELOW GRADE .,,� W 1 R E FRO M POW E R SUPP�LY ..; PIPE IS �AID ON A UNIFORM SLOPE FROM �� z�/d„S pUMP STATION UP TO SOIL TREATMENT AR�A �� . FOR PROPER ORAINBACK � SEALED TANK COVER �— IF PIPE AT TANK MUST BE LOWER THaN � UNION, TO GET ELEVATION FOR DRAINBACK, ; PLASTIC ROPE OR CHAIN A �/a INCH WEEP HOLE MUST BE USED � W ITH ANCHOR � L�LARM FLOAT ON SEPARATE WEEP HO�.E ( ELECTRICAL CIRCUIT ` NOTES� ELECTRICAL WIRE FROh1 POWER SUPP�� ; START �� _ -�. _ MUST t�OT RUN OVER ANY TANKS BU' ' `'� MUST BE LAID BESIDE OTHER TANKS � �� — �8S CG;�ons �ec' 3"� `� AND NfUST 8E PLACED IN CONOUIT i Cy�/e sert G-+ �lCyc�Qs PQ� day ALONG POST SHUT- OFF LEVEL� _ _ _ ELECTRICAL. CORDS FROM PUMP AND FLOATS MUST BE RUN THROUGH PUMP CONTROL FLOAT CONDUfT, WIRES CANNOT HAVE GROUNC � CONTACT. � �� Fi Q ure F-8 ['KESSURL UtSI�IZlE3Ul�1ON S1'ti"1�EM (.�v�tf�xhl�� lahn� i `��I�•� t iiurnh��r ci} E,��r1�,r,i1��1 I,�t��r,il� 3 ��'� L(yu��r i�•r in�h x�rl�iiah�inti�>a<n1 VU J ��-- 3 ----1---�----1}- - ---_ ' �rl��c�t pc�rt��rat�c>n spac�n}; _ feet. __ y..cr( r��k 3 �ince E�E�rf��rat��nti sh��uld n��t he� pl��ic��1 ��lus�•r th.in I tt t��— P��r� s�z�n�;7/�� ;.t- ---- tht� f�ci�;e Uf the rock layt�r (�c�f� di��}�r<�r�i), ti��l�trart �' tt fr��r1� Perf Spac�nK l � =.� tht rc�ck l�yer length Hock la� ? f t. — ---� ' __ {E'f t. �� Determine the number of spaces between perforations. ";�"��'°"°°^"�� Uivide the length above by perforation spacing and round °��` R ��c,��, down to nearest whole number. ,��, ':��'r � T 1.0a 0.56 � 0.74 Length perf_ spacing = 6 I ft, = 3 h_ _ � s aces 2-Ob 0.80 � 1.04 �3� �2� P a.Use for s�ngle facruly homes S. Number of perforations is e9ual to one plus the nurl-,her of b Useforallotherappl�cadoru perforation spaces . �v spaces + 1 = � perforations/lateral Ma��number of quar:er inc}i perforahons pe lateral to guamantee< 101 discharge vanydon Perforation 6. Multiply perforations per lateral by number of laterals to SPf�tjg 1 a 1 z 2 get total number of perforations. / 2.5 14 18 28 �' �/,i�,= b � perforations. '3.0 13 17 26 �30�'�5 X 7. Determine required flow rate by multi 1 in 3.3 12 16 25 P Y g 4.0 11 15 23 number of perforations by flow per perforation 5.0 10 14 22 .� X °�y-y..�gP�. M�XI�OID lDC1.7FD .T (1� Of �C D6TAIBUT�ON 5�'S�E� 8. If laterals are connected to header pipe as shown c�n upper �_ example, to select minirnum required lateral diameter; enter d''�� --`� ��, J table with perforation spacing and number of pE�rfc�rations ,d.�� -� per lateral. Select minimum diameter for �''� , °" 6M perforated lateral = �_ inches. �- ... , a �aw.o+..�o.+. . �o. ��+[zvia af� r..��o. ..w..o 9 �f perfoeated lateral s stem is attached tu �� ` �� Y- manitc�l�i pipc near s ,'r:� ._,�-'�'"' � the center, ]ower dia�;ram, perforated lateral ]��n • .�-r_�� `✓`° � number of E�erfc�rations per lateral will b�� aE�F>��,�,��jtf�� c�nt� `� � � � � ... /. �� . � f��11 c�f that in steE� H. Using these va1u��s, select �nirurnum �� , � ��,.�..�_ d�amet�r fc�i E��rf��r��t��d latc�r.�l - __ � �` .��" b �� e � incheti w,,,� >� - .�. ..�. i i � t'UMI'SELLL7IVN 1'1ZVC.LUUIZI IM1 IYNI�Ni�11fH+ (11 • /yM(Wp1FT1 141FH1�1 A. 1)��tcrmin� pump cap�city: Gravity I)ititnhut�on , , �'-',--- 1 Mirumum�u�;i-�I��c1 �1[�(Xl�ailuns Fx•r huu� l lli�,E�nil ti, >tav.�hi�ad <il �a` --,1-��_ ��_ _ w.�t��r u�:e�ratc�. �---,,e.a�e... :."��' ..�......,..F�.� �..,v, � b+-�_ ..,_,..,._„ 2 ti1.�x�mum su�,};e-tih� for dcl�vcry I<i .3 �i�i,��twx c�f .� hc�n1��syst��rn is ?,7(xl /�;, ---l-�-Tf.,---�'M',�� .�..,Q..,..w �',�.,,e�.��---�11- ..... };.�Il��iu Fx�r hour(45�;Pm)to prcvcnt h�ul�l uE,c,t j>ressurc in c�rc�p` 4�. �� ," • lx)k_ RN �_ .�_- '4 {�M� IT��fsy� 7�CY�b'(41a. .. � � —_.�11� '� lw.� Pressure Uistibution ,,.,..,a,.,,,,�,,,,, �,..,,�..�. w.,._.... ..�...� 3 a Selc>c�t number of perforated laterals __ " b Select p�rforation spacing= feet_ --,-------�•--•�----� �a,..,.,L,� ...o...,�„»e c. Subtract 2 ft_ from the roc}c layer len�th. �""'°"�"'zi'°�^^ ,�,,,�,�-2 ft. = feeL d. Deternune the number of spaces between perlorahons. Length perf.spacing= ft. + ft. - spaces Requimd Perforahon e- spaces+ 1 = perforations/lateral „��c��e f. Multiply perforations per lateral by nvmber of laterals to � e get total number of perforations_ W�n�, x__�_ _ H�`e,d �7��+ y ad�,. ;.-„�.,,�,,- perforarions. �� . n. � x R� �_--gpa'- --- — SELEC`I�.�PUMP CAPAC'ITY__I��__ 1_Oa 0_56 0.74-- sPn� 2.Ob I �_80 I.04 � B. �etern-iine hPad requirements_ - -- --- 1. Elevahon difference between pump and point ot dixharge. a. Use ior sin�lc family homes ` _feet b. Use for all other applications 2- If pumping to a pressure distribution system,five feet for pressure required at manifold if gravity system,Zero. �_feet 3- Friction loss a. Enter friction loss table with gpm and pipe diameter. p;p��,g�, Read friction loss in feet per 100 feet from table_ F.L �_f{./100 ft of pipe Point o!Dischazgc b. Detamine total pipe length from pump to dischar�e T point. Add 25 percent to pipe length for fitting �"'�071 D'ff`�T'�1 loss,or use a 6tting loss chart. Equivalent pipe P"R'p lc�ngth- 1-25 times pipe length= ll�D x 1-25 = �Z-S (crt F 18b c Calcvlate total friction loss by mulhplyin� 1.5 �r,ch 2.o inch 3.0 incn � friction loss in h/100 k by equivalent pipe len�th. �u"' FT�a�'�m`'Q 1O°r`°`P,� Tota] friction loss= /2� x 3•2$ +10�_�feet 10 0.69 020 I 4 Total head required is the sum of elevation dif(crencc�, �` �� 28 14 L�8 0 38 � sp�cial head rec�uirements,and total fnction 1<�ss. 16 1.63 O.a8 � .\ � 18 2.03 0.� �_- { - 5 � � z�� 4� �� , �� :5 �� t ti o i�� U) (2) I tic) �U � � '� I 55 (1"'"� I �� tti '�XI �qh � (1 3U 1()I AL f�IAI) ��.�.� 4�i 1� t11 ? �Mi 0__t�i I � 45 Ia 1; 1 !x � Oar; S(1 1�K> � O Sft C . I'urn�i �rl��rtic�n 5`� .> >�� n �t� � ��u � «� � un� I __ - - - - I — ___-- -- - _ - �_ ------- -- � �/ I A }�un1E� rnutit bf� sf,l�>c�t >�� tu �i��li��r at Ic�.�st � l � };��rn (`�I�'�� 111 ��•�tli .i� li�,i�,l �� (�•��I cil lc�f.�l lir.►�l r�,��, li) Z� O� gJ � � w m �o �� oQ � � _ Q �U ZW w� Wa �z � � J li a QO N� � a n �, . , � o �� Ij J Z ? f( �O v l� � � � �l � ! Q � QZ Z � �_ o o �� Q � � J J � 0 O �a _ - � �O a � � Z- �i� � Q a �- wm � � o . . � � � N � � � � � o � �� o � w w � a � o � � w . " O w °- �z � � � a o � � F- � o f-= - U W Q N Q7 � �� E- �� w � � a�_ _ Z d Q d t!�� `o �a J d N�� o z w z" = w p�m o� o -� � Q~Q �Q p �w,�'� p d t� � �j � � l� Q� � lW � d w wZ�� w Q n- a O u�o a �' � � o ' �' z �, � o � w ( �, z w � w� ��, 1 � � _�--_ M�In Nd�� ---�-- , � 1 � _ --�'`-� � � � � � � � � ' � , � '� i i i �� _ �� -- H101M �V101 ------ - - �N�a -- , b� _ � 1�� I —} �NiQ -- __ I - - -- I -- ,- __� -- � , - - - � � ' - � � � � � � � - _ S�H�NI ; .p � A � I S�H�NI -_ OZ I � o� p-� I OZ � � - � I I � ; � � z ' — — , � � � _ � � m ; m , � d m N m . o � ' ' N ' � ' � I v � � , -- � , , , � m � � '- � ---' ,3� , S ��q - � , ;�- - ; � � -, �; ; � � � d��d a�e : _ � � � � � � � � ► � � � � _ , , , „ ; ` , i � - � � � � � � � � � � � , � ; ; ; S�b'�i�ld� �i I 1 ; � I a�lb'�10��13d � � � � � - -- �� _ � � - _ _ � ___ --- � � -- - •c o ; ; u - � � ' ,1 i i m ' ! ; ��, i b�ewvH� �NIdW(ld ' I � ' � I , ! I ; �, � ��, � WO�� dld - J'� —� d NOIIJ�S SSO�J '�" ' , �, : �,�� io ( - �; -:_ ��osens , �, ,. . _ _ u_�:� ��e�r�ns a�Ns�o --------- - L�_� --------a s�E��rv� �i� z ol vi4 vo o�nno�d -�J 1 �c. "�O?1 N V � l ) . .1. _ . �I OSdO� --- �_ r ._. � _ �� } , . _ . . . . – ;i 4��.,r ' j �_ � �.,ef. , . ,�; i"%-�" i O_L � t�'�, �-�,�, � � _„ _ _ �, _.� �. �,�:�1-- - �do i; wr�wixvw � � � � -�1 ��._- --� �I(��,�1(�l f _,.� ' � . � ��I-1 CINV> NV3�� <> 1f 1 iNl �) � , �`� zi�no� ssdri�� vri � iv � � � � , �,�,�� i, i � �� )�;I�Iv I � 1v J Ur��,'� , �.��V� � 1 � � � II l X 11(� 1`) fO ?1 1lV I • ' � . ��nt �)y: �D1NA REALTY WAYZATA 612 476 5333; 06/29/99 8:51AM;J�a��#�i'04�Paqe 3/4 CETtT. �00627 PERCOLATION TEST DATA SHEET � 7-2I-89 n�. ^ Pcrcola�ion test readings madc by S—P ��Sting, Inc . on Swn�n�a� 9 : 11 �J��el c Lo�6 ,Blk. 3,CzYs�a1 Cree3� 1 �-20-89 Tcst holc locn�ion ofe number , Date hole was prcparcd Jepth of hole bo�com 12 ine_hes, Diarneter or hol� 6 �inches Soi!d:�ea Crortt test hole; Depth, inches Soil tzx:ucc: 0 — 12" TopSoil d•3r!c brown loam Mc�hc>d of scra[ching sidewalt Knife � Uep�Jt of gravel in bot�om of hole 2 �nches � 7-20-89 10 : 30 am 7.2 Dace and ho,ur of inizia! water fillin,g ,Depth of initial watcr fil'sn� inches 27ove hole botcom --- � Method uscd eo maincaEr at Iezisc !2 inches of water depth in hole for ac least 4 houn Ar�3't1�71Z�i{` s i nh T , ,Maximum water deptt�above hole bottom during tesz 6 ,nches Timc � Percotncion ' ' Time m�erval, Measurement, Drop in w ater � rue, ' Rcmarks minuceS i inchCs I icvcl, ir.chts � �Tiinutes per � � i i 1ClCf1 � 9 : 00 prefill 6 ` ; G � 9 : 17. �9 : 26 , " � 1-118 i 13 . 3 15 min 9 : 37 � 9 : 52 " 1-1.116 ' 14 . 1 j " " 9 : 5 3 10: 0 8 " " I " �� i � i I i I � � � ! I � ' � j 13 . 8 Percofacion ra�c = minutes pet inch. 06/�9/99 �I't'f�: 07: �:i �'I'_CiIlC VI) 5919 I Sent by: EUlNA HEAt_lY WAY1A("A 61? 476 5333; 06/29/99 8:51AM;J�tF�x #704;paqP. 4/4 . , . CERT_�Q0627 . PERCO�.ATION TEST DATA SHEET S�P Testing , �nc . 7-21-89 9 : I2 °•".'� Percolation tesc readings made by on ,�ar�ing af p.m. . Tcst hote IoeatiocLLot6,Blk:1�ry��a�. CreElc yQ�e number 2 , Da:r hole wati preprred �–20–89 DeDeh u��:olc boetorrL �— �nche�, Di2mecec o£hole 6 ��cFe. Soil daca from[est hole: DepCh, inches Soi' t�x!u:e p - 8" Topsoil dark brown loam 8" _ Z2" Dark gray brown Ioam Methcxi oF scratchino sidewal� Kn].f e • Dzpch af gravel in bottom of hoir � inches 7-20-89 10 : 30am 12 �ace and hour of initial�va�er t"ill�ng ,Depch of initial w�ic�r riIlin� inches�5ovc hole bo'.iU11t Mechoci uscd eo maintain at least l2 inches of wa�er depth in hole for ae leas:�ho�cs u toma _ic s i grnn ,!vlaximur.�watcr dep!h a5ovc ho!e bottom durin�!c.� 6 in�hzs `�'ime Pcrcolation ' Ti:n� in�erval,- ^i'eas�rement, Drop in waccr � rate, f ��•�r.trks ` minutes inches l�ve!, ir.che� ' minu�es per � Sinch 9 - 40 E ref�ll � 6 ' C__ 9 :12 � 9c27 " 4�1/2 ' 3 . 3 ' I5 min , 9 : 36 9 : 51 " 4-3/8 3 . � " '� 9 : 54 10 _09 • " 4-1/4 i 3 . 5 ! " " 1 � � � I { ' • i _� i � � Pcrcolation rate = 3 • 4 rr+�nutes per inch. 06i'L9iy9 I'll�: 07: 43 �'l'YiIlY ti(1 5919 � �en[ �y: F_U1NA HEALiY WAYLATA 6t2 476 5333; 06/29/99 8:51AM;Je[Fax #70_S�Page 1 /7 CERT.#00627 . . PE�COLAT�ON TEST DA'►'A Si;RE�' S—P Testing, Inc . 7-21-89 9 : 13 " "'� . ` Pcrcolation test r�:�dir.gs maC�e by on star,�ng a� �.m. �,.��, Test ho?c locatioR Lot 6,B I k. 1� Czy S ta 1 Creel�;;o!e number 3 , D<<te`�ole was pscpnrec+ �—2��8 9 Dzpch uf hole bo«om Z 2 inches, D�ameterof holc_ 6 �nches SoiE data from �es[ho1e: '3ca:11, inCt:�s S�:' :rxt�re 0 — 10" Topsoil dark brown loam 10" -- 12" I�ark qray brown loam R*rihodofscratchingsidewal� Kn1fe Depth of grave? in bottom of holP z �nehes • 7-20-89 10 : 30am I2 Dx��and hour of inirial water f lling ,Depch of ini�ial water`ilting i«ches abovc holc bo�toi�t Me�hod used to main�ain at leasc 12 inches of wacer depth in hole for at le�st 4 hours AutOmatie s iAhon , Niaximum water dcpch above holc buuom during ecse 6 inehes � ; TimC � ; Ferco!.t::on i ' Tirne in�erval, :'�Ieasureme�t, Drop in water k r.t�c. R�•mf�c•k� i ; minu[cs inches � level, inches ' minu[cs per I E � :nch � 9 :00 prefill 6 I , 9 :13 � 9 : 28 " 2-1/16 i 7 . 3 15 min 9 :3 5 � 9 _ 5 0 � �� '� �� 9 : 5 5 � �.0 : 10_ i " " " j '� �, � I I � , . � � . I � i � �� I � � I ; i i � . � I I I Percolaeion raee = �• 3 m+nu�es pet inc�. - ———_ — -� -------- 06/29/9y 'f'I'f? 07: 43 I"I'CiftC VO 5919) ---- Sent by: EU1NA REALiY WAYZATA 612 476 5333; 06/29/99 8:52AM;J��705;Paye 2/7 • . • i , . ' CERT . �00627 . PERCOLA'I'IOTI TEST DATA SHEET ^ S-P Testing, Inc . 7-21-89 9: 14 '' m' � ` Percolation test readings made by �n s[atting at p.«�. , iJw•1 Test hole locacion LO t 6 r B 1 k. ]�-,Cryl��], -C`re�a�ole number 4 , Date hole was prepxre�l �'2 0—8 9 iJ�pth of hole bottoR�� inches, Diame�er of hole 6 inches So�l data from tcst hoic= Dep;h, inches �oil tex�urc 0 — 12" Topsoil dark qray loam Mcthac:of scratching sidewal� Knif� Deoeh of gravel in bottom of holP 2 �nches � 7--20-89 I0 : 30am 12 Date and hour af ini�ial water fillin� ,Depth of initial water:'iEtina inch�s above h�:e lx�tcom ' vtethod used to maintain at least 12 inches of waCtr depth in hole for a�least d houss A tomatie y_i }�hnn ,Maximum water depth above hole tiottom durinb tesc 6 inrhe.: ~ � Timc � , Percolation ; ' Time i ineerval, � Mcas�rement, Drop in wa�er ra:r, � K�R:ari:s minutes inches lcvel, inehes � minutes ger � � � inch ' 9 • 00 refill 6 i , 9 : 14 9 : 29 i " 3-3 4 �I 4 .0 �. min 9 : 34 � 9 : 49 i " ' 3-5 8 ! �}. 1 � " " 9 : 5 6 ' 10: 11 �� " �• i �� ' I � i � i � � i I E I � , Percolation rate = inutes per inch. -- 06/'L9/99 "1'l'i�: 07: 43 I"I'X/ItC 'VO 5919 � — —�-- 5erit by: ��INA HEALiY WAYZATA 612 476 5333; 06/29/99 8:52AM;J�jf��y705;Pa�e 3/7 � c�RT. #ao62� _ PERCOLATIOI�I TES"Z' DATA SHEET s n,,i Percolat�on test re�cfings made by S—P �� ina , ne, o� 7�1 —� ti�_,�ir�:�� 9 = '► � p.ri�. ' i Jn�a 1 �I'est hole locacion Lot 6�B 1 k. 1 ,Crys ta 1 C�e�k ole numbc:r 5 7—2 0—8 9 , ;H Date hvl�w4s prep�rc<� Dcp�h of hole bonom 18 inches,Diameter of holP 6 inchzs Sotil d;e:�from[est ho•.e_ Depth, ;ncncs Sv l �rxt�.�:•;• 0 — 10" Topsoil dark bz•owrn loan� 10" � 18" Dark gray brown loam Method af scratching sidcwall Kni f e 2 � Dcpzh of gravci in bottom of hote �nches Date and ho,urof initial waterfillina �-20'$9 0 - 0 m_ � Q 12 ;nches above ho!z bo��un� a ,�p�ot`�in�t2a!water.�llitla,_ Me�iiod used co main�ain at least i2 inches af waier depth in hote for at least 4 hou� Automat ic s i phon �,Maximtim wattr dep[h abpvc hole bottom�uring les� , 6 inchcs Time ' Yercol:�t ion Time interv�l, � Measuremen�, I�rop in water 'i ra:r, R<<r�arkti '` m:n�ees � iachcs � leve!, inchcs ! m�nu�e�per � j I inCh � 9 : 00 prefill � 6 � � 9 : 15 ; 9: 30 " 3-15/16 � 3 . 8 j 15 min 9 : 33 9 : 48 " � 3-3/4 ; 4 . 0 " " 9 : 57 10 : 12 " 3-5/8 4 . 1 ; " " � i � i j •. � I � I I , ! i I i Percola[ion rate =� �'� ►ninuces per inch. O6/29/99 T[`E 07: 43 �TCiItC NO 5919 � �,en< <,y: r_i_�u��A rt�AL I Y WAYLA�iA 61 2 476 5333; 06/29/99 8:52AM;J��{}705;Page d;7 � � � . , m j CERT. �00627 , i PE�tCOI.ATION TES�'DATA SHEET ; m. ~ 1 Percotation�esc readings madc by —p Te s��,n,g. IS� �n�g� scarting ar ,_,9; -t {, '�� rJw�l Testholclocatimn Lot6.Blk. ' ,Crystal CreP,]�olenumbcr 6 , Dateholewaspreparcd�-20-89 • i a Jep[h of hc�e boteom Z 2 inches,Diametecof ho1P 6 �nches ` } Soi!da!�:frorn test ho[e: Depth,inchcs Soil �ex'�re i 0 -- 12" Topsoil dark brown loam Mcchod of scra[ching sidewall _Kl'�i f e Dep�h oC gravel in bo!�or*�of ho?e 2 inches 7--20-89 10 : 30am 12 Date�uid hour of initial water fillin� � , Depch of initial wAcer fill�no _ inches above hole b�rwm " Mcthod u�ed to maintain at least 12 in�hes of water depth in hole for at(east 4 houis Automa�ic s iphon , . Maximum watcr depctz abavc hole bar.nm during tcs� � inches ^ ; Tim� � • Percolation � Tim� i interval, MeasUcement, Drop in water � r�te, � Rcmarks • � minuees � inches level, iRchec j nsinutes per k • � i � inch . water rem ining in te t hole � I 9: 16 9:31 d �-1/16 Z4 . � � 15 min 9 : 32 9 : 47 ^ �� " ,� " 9 : 5 8 , 10 : 13 " �� „ � � i ; � . � i i ; i � � ' � � � ' ► . ; � - _ , � Percol3tion racc = 14. 1 ,n�nutes per inch. 06/29/99 Tl`F? 07: 43 ('I'X�RY NO 5919� •�,ent �by: �UINA HEA� IY WAYIA�A 612 476 5333; 06/29/99 8:55AM;J��#I06;Paye 8/9 ` CURTIFZCA'^ION � 001627 Lo s of Soil Borin s L-�3 Location or Proj�ct Allan Car�.son Lot 6, rlock 1„ Crxstal Creek, orono 5orings made by� S-P Tes�in Inc. Steve Schirmers Date 7-20-89 Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other Auger used (check two) : Hand X , or Power , Flight , or Bucket X �ept:1 , Boring number 1 Depth , Boring number 2 :n in Fe�t Surface elevation 977- 7 feet Surface elevation ��F�- � f ---------- ° - a � Topsoil dark brown loarr. Topsoil dark brown 0 - 8" 1 - loam . 1 - � . � Dark qray brown 2 .- p , 2� 4„ 2 _ Ioarn Brpwn Clay loam , 2� 4" - 2 ' 10"-MOTTL G 3 Rusty olive brown 3 - clay loam 8" - 3 ' 4"-MOTTLING 2 ' 10" - 3 ' S" Very dark q��y 4 - . 4 - loam 3 � �� _ 4-1/2 ' Rusty 41ive brown loam 5 - 5 � DArk gray clay loam 4-1/2 ' - 5 � 8�� 6 � 3 � gH 6 � 6 - HIT R�CK 7 — 7 _ 8 - � 8 - End of boring at 6� • feet. End of boring at S ` 8" feet. Standing wa�er table: • Standing water table: present at�� feet of depth, pres�nt at f�et of dePtn , hours �ft�r borirsg. hours after boring. Not present in hole ' X Not pzesent in hole x Mot�led soil : Mottled soil : Observed at 2 � 10" . g.eet of depth. Observed at 3 � 4„ feet of �epth . Na� present in hole . Not present in hole Comments: • Comments : 06/'L9/99 'f't'F. 07: 43 ('I'X/RC NO 5919I ,��,�� i�y: ��1NA H�a�IY wAYLA�A 612 476 5333; 06/29/99 8:55AM;Jg��706;Page g,�g � CERTIFIC�TION � 00627 LocTs of Soil Borinc�s . , _ Location or �roject Allan Carlson, Lot 6� AJ.Ock2 : , Crystal Creek, Orono sorings made 5y 5-P Test�nq. Inc. S�eve Schi�mers Date 7-20-89 Classific�.ion System: AASfIU ; USDA-SCS }C ; Unified ; pther Auger used (check two) : Hancl X , or Power , Flight , or Bucket X �eoth , Boring number 3 Depth, Boring number 4 in in feet Surface .elevation 9�6 . 4 feet Surface elevation 9.78 . 1 0 - Q - ___ _ Topsoil dark brown loam 0• - 10" � Topsozl dark gray ?oam 1 - Z - 0 - �, � 8�� Dark gray brown Gray brown loam 2 _ loam 2 - 2, 2��-MOTTLING � � � 8�� - 2-1/ 2 ' Rus-ty gray brown clay loam 3 _ 3 _ 2-1/ 2 ' - 3 ' 10" -- 3 ' 4�'-MOTTL�NG � _ Dark gray loam 4 _ Rusty olive brown Ioam 3 ' 4" • - 4-1/2' Very dark qray 5 - cla� loam 5 - 4-.1/2 ' - 5-1/2 ' Gra� loam 6 _ � 5-.1/2 ' - 6 ' 6 T 3 ' _ g � - i 7 - ' 7 - g -- g -- �� I rnd of boring at 6 ' feet. End of boring at 6 � £eet . Standing water table_ Standing water table: present at feet of. depth, pr�sent at feet of de�th , nours •after boring� hours after boring . Not present in hole X , Not present in hole X _ Mottled soil : Mo�tled soil : Observed at 3' 4" � ' ' ' Observed a� 2 � 2�� f�et of depth. �.��t. of depth. Not present in_ hol.e Not present in hole Comments: ' , Comments : __. . . --- - �_ - __„�.,• _:_-�Y. .._,,,�... 06/'29/99 TUE? 07: 43 [TC/NX NO 591 9 I ��f ! . Westwood Professional Services, Inc. � L O G S O F S O I L B O R I N G S ❑ 7599 Anagram Drive � 104 Marty Drive, Ste.3 Eden Prairie, MN 55344 Buffalo, MN 55313 612-937-5150 612-682-2587 toll free 1-888-682-2587 FAX 612-937-5822 FAX 612-682-2639 Lucation or Nrojcct Pillar Fiomes 99691 [)atc: 7/13/99 E3orings made by: Jerem�� Lang Clu,;ifica�iun �}��tem: nASI[O t;tif),A-SC�S X Unilied Othcr fluger used(check two) Hand \ or Po�scr t�light or Bucket X Other Depth Eioring Number 7 Depth Boring Number 8 in Surface Elevation in Surface Eleva[ion feet Munsell Chart fcet Munsell Chart � Loar1 I�yR z'� � COc+v� l o`�Q 2 � 1 I N ----------� ��1 ---------��- Lou v.� f o 3 o� �oA�. ►�r 3 ��,, rR a � `ou,,,� .sr y y �-----fj,�t" ►�_ ._ ___. -- �,sy y z y 1-oaw, 2.s}s y --------,�� .sY 5 � u w�ioYR 6(a �6`6 ►�.�I�s 3-------- , �y C�u..r, 3------�- w�►�e 6j2 � 6/` ►��5 � 4 4 ------------ ------------ 5 5 ------------ ------------ 6 6 ------------ ------------ 7 7 ------------ ------------ S g End of E3oring a[ 3.0 f��'�� F,nd of Boring 38" feet. Standing water tuble: Standing water table: Present aC feet of depth, Present at f'eet of depth, hours af�ter boring. hours after boring. Not prescnt in buring hole X Not present in boring hole X tiiottled soil: �Llottled soi/: Observed at ��{�� of dcpth Observed at aS�� of depth Not presen[in boring hole: Not present in boring hole: Observations and comments Obscrvations and comments: -----------------------------------—------------------------ ---------------------------------------------------—---- ��enr ��y: �UlNA H�AUv bvAYlAfA 612 476 5333; 06/29!99 8:51AM;J��a704;P,�c�e 2/4 � • F L—_ � �r12TIFZCATZON # Op627 Loas of Soil Bor �--:` Location or Project Allan Carlson, Lot 6 , Blockl �Crysta� Creek , Orono 5orings ma�e ay 5-P Testinq, Inc . Stieve Sch� rmers Date 7-20-89 Classifiction Sy�tem: AASHU ; USDA-SCS X ; Unif� ed ; Other Auger �sed (check two) : Hand X , or Pow�r , �'i ,-ght , or Bucke� X Depth, 3oring number S �epth , noring n�.�r�aer 6 '-.� i;, feet SurFace elevatior. 977 . 6 feet Sur�ace �l�va�ior. 979 . 3 0 - p - Tcpsoil dark brown loam �� _ 1�„ 3 Topsoil dark brown � _ - `� � � _ loam ( 1 a Daz�k gray brown 0 - 1 ' 1Q" 1 oam --�___ 2 T 2 2 ' 4 "-MOTTLING Brown loam 1 ' 10" - 2-1/2' 3 -- 3 ' -1'90TTLI[JG 3 _ 10" - 3 ' 4" very dark gray loam Rusty olive brown 3 ` 4" - 4 ' g _ . � 4 _ loam Very dark gray clay loam S - 5 � 4 ' - 5-1/2 ' � Dark gray clay Ioam 6 - , 5-I./2 ' - 6 ' 6 - 2-1/2 ' -- 6 � � 7 - 7 - I g 8 - , �'nd of boring at � 6 ' feet. End of boring at 6 � fe�t . � Standing water table : Standing water table : present at feet of depth , pres�nt at feet of dapth , hours �after borir.q. hours after boring . Not present in hole X Not X present in hole Mottled soil : � Mottled soil : Observed at 3 � �.�zt ot depth , cbserved at 2 � 4" feet o- depth . Not present in tzolg Not present in hole Comments : Comments : - — - --_ ---- - - - - -- _-.. __ - - - --_ Ufi/29/99 1'l��l? 07: 43 I'I'.Y�IZ.K N(1 5919 � ��L J DATE TIME CITY OF ORONO CALLED IN �' ! `! INSPECTION NOTI SCHEDULED %' .�?3�f S %/ : 3L PERMIT N0. �� COMPLETED ADDRESS �� - �� OWNER CONTR. ��u.c.• �� TELEPHONE NO. � 7C 7'�I�� DESCRIPTION S�l�I� � �-0 C� (,�� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS � 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL � 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Z Q 05 FINAL 14 SE ER_HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAI . 21 COMPLAINT � 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNERICONTRACTOR�O MEET YOU:_YES_NO fl COMMENTS: I It, ��Fh i �ti l� '� �r�j� a I 0�X 6�' 1�6r1•c �6D j �2�� SpMD 0 a � ° �a- f 5-� -* O W � Q � Z W � W � � d WORK SATISFACTORY:PROCEED u PROJECT COMPLETE W � CORRECT WORK 8 PROCEED n ISSUE CERTIFICATE OF OCCUPANCY W � ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY 0 BEFORECOVERING PERMANENT ❑ CORRECT UNSAFE CONDITION WITHIN HOURS. -,, pH0T0 TAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR ` CITATION ISSUED f; INSPECTION REQUIRED.CALLTO ARRANGE ACC Call for the next ins c ' n 24 r�dvance.473-7357 OwnerlContractor on site: Inspector. White Copyllnspector's File Canary CopylSite Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED ��ZZ-y� 9° `�-s PERMIT N0. ��I�f7� COMPLETED ADDRESS _I gS C� y S��a� �✓�P�- �P OWNER CONTR. ��y�-5 TELEPHONE NO. � DESCRIPTtON � � ��- v� � 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS � 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL � 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q OS FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT � 07 DEMO-FINAL 15 SEPTIC INSTALL� 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: �:�'��i�C� �lfZ�L ��cJLc� � a � ` �� 9q��9Y� ,�:4n.Gurr� o _ _�_ l/I S'�Wl�C� W i l� ��IC�� G�r��tt� �C�� fir '� �'�l s�--/ �D l,vra�'� L a� s�I�'d��lC � ° — �'�u�L��jc��i ��.� W � Q � z W � W � j d � �VORKSATISFACTORY:PROCEED �� PROJECTCOMPLETE W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. n pH0T0 TAKEN INSPECTOR WILL RETURN � ❑STOP ORDER POSTED.CALL INSPECTOR 'l CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspecY n 4 hours in advance.473�73�J7 �ntractor n ite 'S ctor's Fi e Canary CopylSite Notice DATE TIME CITY OF ORONO CALLED IN 3—I.3�dO �2 i OC7 INSPECTION NOTICE SCHEDULED �—(3-ov l2;c�c PERMIT NO. I I�DC'� COMPLETED s- �"'-- ADDRESS � 5 C'r �2c.=�( OWNER �� CONTR. G�4y,� s TELEPHONE NO. � DESCRIPTION �C'�� i vla � lL O1 FOOTING 11 tv1ECHANICAL RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS � O 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q OS FINAL 14 SEWER HOOK-UP O6 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT J 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W a � � O � � O � W � Q � Z � � IU�� o �� u�� 5'�r� l�ks � j d W� C,WORKSATISFACTORY:PROCEED PROJECTCOMPLETE W ❑ CORRECT WORK&PROCEED ISSUE CERTIFICATE OF OCCUPANCY O C CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑ CORRECT UNSAFE CONDITION WITHIN HOURS. pHOTO TAKEN INSPECTOR WILL RETURN f�STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED I 1 INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call fo e next in pec ion 24 hours in advance. 249-46�0 OwnerlCon ac o on sit : � Inspector. White Copyllnspector's File Canary CopylSife Notice